Structure |
Description |
Observations |
Tests |
Function |
Reinforcement |
Floor |
Fill of 0,9m thickness over hard clay and silt |
Breaking load with a safety factor 3, of 3,8 kg/cm3
|
Geotechnical probes, determine real tension below foundation |
Supports the load of the building and the vertical extension of two floors |
Not necessary |
Foundations |
0,6 m wide and 1,25 m high footings set in clay and silt |
No significant deficiencies |
Visual inspection for digging, test real tension below foundation |
Supports the load of the building and the vertical extension of two floors |
Not necessary |
Load-bearing walls |
0,3 m wide solid ceramic brick |
No significant deficiencies |
Test for limits, response not inferior to the effect of own weight, overloads, etc.. |
Supports the load of the building and the vertical extension of two floors |
Not necessary |
Upper slab |
Slabs of ceramic bricks on steel joists |
No significant deficiencies |
Test for limits, response not inferior to the effect of own weight, overloads, etc.. |
A structure which distributes the load of the vertical extension and resists horizontal forces must be incorporated |
Make a chained beam of the support walls with forged cement |
Vertical Extension |
3 dimensional steel frame, welded |
Folded steel slab with concrete layer |
Design which complies with modern regulations |
Supports standard use, transport and lifting |
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